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Influence of Portland cement on performance of fine rice husk ash geopolymer concrete: Strength and permeability properties

机译:波特兰水泥对精细稻壳灰质地缘混凝土性能的影响:强度和渗透性

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Recently, industrial by-products such as rice husk ash has been identified as potential alternative binders to Ordinary Portland Cement (OPC) in concrete. Yet, it compromises the strength and concrete performance to some extent. One viable way is through partial replacement of such alternative binders with OPC, in order to achieve satisfactory concrete properties for practical applications. Thus far, no thorough study has been conducted to understand the properties of fine rice husk ash (FRHA) based geopolymer concrete (GPC) with different OPC content. This study focused on the influence of OPC as a substitution of FRHA on the strength and permeability of FRHA based GPC. The effects of OPC substitution on various properties, namely compressive strength, flexural strength, splitting tensile strength, modulus of elasticity, water absorption and chloride penetration resistance, were experimentally studied. Scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS) and Xray diffraction (XRD) techniques were also conducted to analyse the microstructural features. Experimentally, the optimum content of OPC in GPC was identified as 15%, since the highest compressive strength of 53.69 MPa was achieved at 90 days. Deterioration of the mechanical properties was observed with further increase in OPC replacement. Flexural strength, splitting tensile strength and modulus of elasticity also followed similar trends. In addition, water absorption (4.42%) and charge (1037 Coulombs) achieved by specimens with 15% OPC replacement were the lowest for all ages, suggesting improved durability performance. Microstructural studies also showed the enhanced and denser structure of GPC due to OPC substitution as a result of the formation of higher amount of calcium-silicate-hydrate (CSH) gel alongside calcium-aluminate-silicate-hydrate (CASH) and sodium-aluminate-silicate-hydrate (NASH) gels. These polymerisation gels strengthened the network by filling the voids and enhancing the properties of GPC. Thus, it was concluded that the optimal combination of FRHA (85%) and OPC (15%) prominently enhanced the GPC properties by improving its overall performance.
机译:最近,稻壳灰等工业副产品已被识别为混凝土中普通波特兰水泥(OPC)的潜在替代粘合剂。然而,它在一定程度上损害了强度和具体的性能。一种可行的方法是通过部分替代这种替代粘合剂与OPC,以实现实际应用的令人满意的具体性能。到目前为止,没有进行彻底的研究以了解基于细稻壳灰(FRHA)的地质聚合物混凝土(GPC)的特性,具有不同的OPC含量。本研究重点是OPC作为FRHA替代对FRHA基于FRHA的GPC的强度和渗透性的影响。研究了OPC取代对各种性能,即抗压强度,弯曲强度,分裂拉伸强度,弹性模量,吸水和氯化物渗透性的影响。还进行了扫描电子显微镜(SEM),能量分散光谱(EDS)和X射线衍射(XRD)技术以分析微观结构特征。通过实验,将GPC中的OPC的最佳含量鉴定为15%,因为在90天内实现了53.69MPa的最高抗压强度。观察到机械性能的劣化,以进一步增加OPC替代品。弯曲强度,分裂拉伸强度和弹性模量也遵循类似的趋势。此外,通过具有15%OPC替代品的标本实现的吸水率(4.42%)和电荷(1037库仑)是所有年龄段的最低,表明耐用性能提高。由于OPC替代的结果,微观结构研究还表明了GPC的增强和更密度的结构,导致形成较高量的钙硅酸钙 - 水合物(CSH)凝胶,与钙铝酸钙 - 硅酸盐水合物(CASH)和钠 - 铝酸钠 - 硅酸盐水合物(NASH)凝胶。这些聚合凝胶通过填充空隙并增强GPC的性能来加强网络。因此,结论是FRHA(85%)和OPC(15%)的最佳组合通过提高其整体性能,突出地增强了GPC性能。

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